Publications, Presentations and Posters

The list below shows publications, presentations, and posters based on research in the nees@berkeley lab.

Site Development and Promotion

  • S. Takhirov. (2010). ”Laser Scanners in Structural Assessment and FE modeling”, 2010 Structures Congress, Orlando, Florida, May 12-15, 2010.

  • Mosalam, K.M., S. Takhirov and A. Hashemi. (2009). "Seismic Evaluation of 1940s Asymmetric Wood-Frame Building Using Conventional Measurements and High-Definition Laser Scanning," Earthquake Engineering and Structural Dynamics, Vol. 38, No. 10, pp. 1175-1197.

  • Mosalam, K.M., S.M. Takhirov and S. Park. “Damage Assessment Using Laser Scanning after the January, 12, 2010 Haiti Earthquake,” Structural Control and Health Monitoring.

  • Mosalam, K.M., M. Hube, S.M. Takhirov and S. Günay, “Hybrid Simulation as a Teaching Innovation through Hands-on-Experience Case Studies,” ASCE, Journal of Professional Issues in Engineering Education and Practice.

  • Mosalam, K.M., S. Takirov, E. Fierro, E. Miranda and M. Kelly. (2010). “Laser Scanning Technology for Damage Assessment, Haiti Earthquake: after January 12th 2010,” Poster for the Haiti Research Needs Workshop, Sept. 30-Oct 1, 2010, NSF Headquarters, Arlington, Virginia.

  • Takhirov, S. (2008). “Applications of High-Definition Laser Scanning Technology in Experimental Earthquake Engineering”, NEES 6th Annual Meeting: The Value of Earthquake Engineering Research: June 18-20, 2008, Portland, Oregon, USA.

  • Takhirov, S. (2007). “The Use of High Definition Laser Scanning in Earthquake Engineering & Structural Analysis”, 2007 Leica Geosystems HDS Worldwide User Conference, San Ramon, USA, October 22-24.

  • Shakhzod M. Takhirov and Khalid Mosalam. (2012). “Application of Laser Scanning to Structural Assessment for the Aftermath of the 2010 Haiti Earthquake and Validation of Scan Data”. NEES Closing Plenary, Quake Summit 2012, July 11-12, 2012, Boston, Massachusetts.

  • Takhirov S.M. and Kelly, J.M. (2006). “Numerical Study on Buckling of Elastomeric Seismic Isolation Bearings”, The 2006 Structures Congress and the 17th Analysis and Computation Specialty Conference, St. Louis, Missouri, USA, May 18-21.

  • Dr. Stojadinovic was invited to make a presentation at a NEES-E-defense meeting in Japan from September 27–29, 2006. [Presentation]

  • Equipment site posters at the 5th NEES Annual Meeting, Snowbird, Utah. [Posters]

  • Shakhzod Takhirov presented a poster at the 2006 Structures Congress and the 17th Analysis and Computation Specialty Conference, St. Louis, Missouri. [Poster]

  • Posters at the 8th National Conference on Earthquake Engineering in San Francisco: Bozidar Stojadinovic, Tony Yang, Andreas Schellenberg and Ben Fell as well as the nees@berkeley poster. [Posters]

  • Andreas Schellenberg and Tony Yang were funded by NEESinc to present posters at the Fourth NEES Annual Meeting. [Posters]

Development and Simulation of Seismically Isolated Unibody Residential Buildings for Enhanced Life-Cycle Performance (Phase 1 and Phase 2)

  • Swensen S, Deierlein G, Miranda E, Fell B, Acevedo C, Jampole E. Finite element analysis of light-frame unibody residential structures. Proceedings of the 10th National Conference in Earthquake Engineering, Earthquake Engineering Research Institute, Anchorage, AK, 2014

  • Jampole EA, Swensen SD, Fell B, Miranda E, & Deierlein GG. Dynamic testing of a low-cost sliding isolation system for light-frame residential structures. Proceedings of the 10th National Conference in Earthquake Engineering, Earthquake Engineering Research Institute, Anchorage, AK, 2014

EAGER: Next Generation Hybrid Simulation - Evaluation and Theory

  • Mosalam, K.M. and S. Günay. “Seismic Performance Evaluation of Substation High Voltage Electric Switches Using Real-time Hybrid Simulation: I. System Development and Validation,” Earthquake Engineering and Structural Dynamics.

  • Günay, S. and K.M. Mosalam. “Seismic Performance Evaluation of Substation High Voltage Electric Switches Using Real-time Hybrid Simulation: II. Parametric Study,” Earthquake Engineering and Structural Dynamics.

  • Mosalam, K.M. and S. Günay. (2011). "Overview of Hybrid Simulation Framework with Application Examples," Proceedings of the Workshop in Honor of Prof. P. Gülkan, Keynote Lecture, Middle East Technical University, Ankara, Turkey, Oct. 14.

  • Günay, M.S., M.A. Moustafa, K.M. Mosalam. (2012). "Real Time Hybrid Simulation of Electrical Insulator Posts Using a Smart Shaking Table and Comparison with Full Dynamic Testing," Proceedings of the 3rd International Structural Specialty Conference, Edmonton, Alberta, Canada, June 6-9.

  • Mosalam, K.M. and M.S. Günay. (2012). "Hybrid Simulations: Theory, Applications, and Future Directions," Proceedings of the International Conference on Advances in Civil Infrastructure Engineering (ICACIE 2012), 14-16 Sept. 2012, Keynote Lecture, Changsha, Hunan, China, 29 pp.

  • Günay, M.S. and K.M. Mosalam. (2012). "Investigation of the Response of Electrical Insulator Posts Using Real-Time Hybrid Simulation on a Smart Shaking Table," Proceedings of the 15th World Conference on Earthquake Engineering (15WCEE), 24-28 Sept. 2012, Lisbon, Portugal, 10 pp.

  • Mosalam, K.M., M.A. Moustafa, S. Günay, I. Triki and S. Takhirov. (2012). “Seismic Performance of Substation Insulator Posts for Vertical-Break Disconnect Switches”, California Energy Commission. Publication number: CEC-500-2012-XXX, In press, available online in: http://uc-ciee.org/images/downloadable_content/electric_grid/SI_Final_Report_CIEE.pdf.

  • Mosalam, K.M., M.A. Moustafa and S. Günay. (2011). “Seismic Performance of Substation Porcelain Post Insulators for Vertical-Break Disconnect Switches,” Poster for PEER Lifeline Program, 2011 PEER Annual Meeting, Sept. 30, Berkeley, CA.

  • Mosalam, K.M., S. Govindjee, M.S. Günay, A. Bakhaty, P. Drazin and S. Takhirov. (2012). “EAGER: Next Generation Hybrid Simulation: Theory, Evaluation, and Development,” Poster for the NSF Engineering Research and Innovation Conference and Mechanical and Manufacturing Innovation (CMMI) Grantee Conference, Boston, MA, 9-12 July 2012.

  • Mosalam, K.M., M.A. Moustafa, S. Günay and S. Takhirov. (2012). “Substructured Dynamic Testing of High Voltage Electrical Substation Disconnect Switches,” Poster for the 2012 Quake Summit, NEES Annual Meeting, Boston, MA, 9-12 July 2012.

Performance-Based Design of Squat Reinforced Concrete Shear Walls

  • C.A. Whyte, B. Stojadinovic. (2012). “Hybrid Simulation of the Seismic Response of Squat Reinforced Concrete Shear Walls”. Proceedings of 15th World Conference on Earthquake Engineering, September 24-28 2012, Lisbon, Portugal.

  • Whyte, C., B. Stojadinovic, and S. Takhirov. (2012). "Hybrid Testing of Stiff Reinforced Concrete Shear Walls," Quake Summit, July 2012, Boston, MA.

  • Whyte, C. and B. Stojadinovic. (2012). "Hybrid Simulation of the Seismic Response of Squat Reinforced Concrete Shear Walls," 9th International Conference on Urban Earthquake Engineering/4th Asia Conference on Earthquake Engineering, March, Tokyo, Japan.

  • Whyte, C. and B. Stojadinovic. (2011). "Hybrid Simulation of the Seismic Response of Squat Reinforced Concrete Shear Walls," PEER Annual Meeting, September, Berkeley, CA.

  • Whyte, C. and B. Stojadinovic. (2010). "Hybrid Simulation of Seismic Response of Squat R/C Shear Walls," Quake Summit, September, San Francisco, CA.

  • Whyte, C., L. Wotherspoon, H. Kim, B. Stojadinovic, and Q. Ma. (2010). "Time Step Optimization for Distributed Hybrid Simulation between University of California-Berkeley and University of Auckland," 9th US and 10th Canadian Conference on Earthquake Engineering: Reaching Beyond Borders, July, Toronto, ON.

  • Kim, H., C. Whyte, and B. Stojadinovic. (2010). "Force, Mixed and Switch Degree-of-Freedom Control in Hybrid Simulation," 9th US and 10th Canadian Conference on Earthquake Engineering: Reaching Beyond Borders, July, Toronto, ON.

  • Whyte, C., L. Wotherspoon, H. Kim, B. Stojadinovic, and Q. Ma. (2009). "Optimization of Simulation Time Step for Distributed Hybrid Testing between University of California-Berkeley and University of Auckland," ANCER Workshop, August 2009, University of Illinois, Urbana-Champaign, IL.

  • Whyte, C., L. Wotherspoon, H. Kim, B. Stojadinovic, and Q. Ma. (2009). "Hybrid Simulation and Distributed Testing at the University of California-Berkeley and University of Auckland," NSF CMMI Research and Innovation Conference, June 2009, Honolulu, HI.

  • Cronin, K., T. Reiner, and C. Whyte. (2008). “Modeling, Analysis, and Preservation Techniques for Historic Reinforced Concrete Structures in Seismic Prone Regions,” 2008 Seismic Engineering International Conference commemorating the 1908 Messina and Reggio Calabria Earthquake, July, Messina, Sicily.

  • Whyte, C., D. Pask, P. Rael, M. Rutherford, and J. Pepin. (2006). "The Effect of Fixed Joint Uncertainty on Dynamic Properties," The 24th International Modal Analysis Conference, January, St. Louis, MO.

Seismic Performance of Reinforced Concrete Corner Beam-Column Joints without Transverse Reinforcement — Phase II (Axial Collapse)

  • Hassan, W. M., Park, S., Lopez, R., Mosalam, K. M., and Moehle, J. P. (2010). "Seismic Response of Older-Type Reinforced Concrete Corner Joints," Proceedings, 9th U.S. National Conference and 10th Canadian Conference of Earthquake Engineering, Toronto, Canada, paper No. 1616.

  • Hassan, W. M., and Moehle, J. P. (2012). "Seismic Vulnerability of Exterior and Corner Beam-Column Joints in Existing Concrete Buildings," Quake Summit, Boston, MA, USA, July.

  • Hassan, W. M., and Moehle, J. P. (2012). "Seismic Vulnerability of Exterior and Corner Beam-Column Joints in Existing Concrete Buildings," 65th EERI Annual Meeting and National Earthquake Conference, Memphis, TN, USA, April.

  • Hassan, W. M., and Moehle, J. P. (2012). "Experimental Assessment of Seismic Vulnerability of Corner Beam-Column Joints in Older Concrete Buildings," Proceedings, 15th World Conference for Earthquake Engineering, Lisbon, Portugal, September, paper No. 634.

  • Hassan, W. M., and Moehle, J. P. (2012). "A Cyclic Nonlinear Macro Model for Numerical Simulation of Beam-Column Joints in Concrete Buildings," Proceedings, 15th World Conference for Earthquake Engineering, Lisbon, Portugal, September, paper No. 368.

Seismic Performance of Reinforced Concrete Corner Beam-Column Joints without Transverse Reinforcement — Phase I

  • Park, S. and K.M. Mosalam. (2012). “Parameters for Shear Strength Prediction of Exterior Beam-Column Joints without Transverse Reinforcement,” Engineering Structures, 2012, Vol. 36, No. 3, pp. 198-209.

  • Park, S. and K.M. Mosalam. (2012). “Analytical Model for Predicting the Shear Strength of Unreinforced Exterior Beam-Column Joints,” ACI Structural Journal, Vol. 102, No. 2, pp. 149-160.

  • Park, S. and K.M. Mosalam. (2013). “Experimental Investigation of Non-Ductile Reinforced Concrete Corner Beam-Column Joints with Floor Slabs,” ASCE, Journal of Structural Engineering, Vol. 139, No. 1, DOI: 10.1061/(ASCE)ST.1943-541X.0000591.

  • Park, S. and K.M. Mosalam. “Simulation of Reinforced Concrete Frames with Non-Ductile Beam-Column Joints,” Earthquake Spectra, In Press.

  • Mosalam, K.M., S.M. Takhirov and S. Park. “Damage Assessment Using Laser Scanning after the January, 12, 2010 Haiti Earthquake,” Structural Control and Health Monitoring.

  • Mosalam, K.M., M. Talaat and S. Park. (2008). "Modeling Progressive Collapse in Reinforced Concrete Framed Structures," Proceedings of the 14th World Conference on Earthquake Engineering (14WCEE), Beijing, China, October 12-17, Paper S15-018, 8 pp.

  • Mosalam, K.M., S. Park, S. and M.S. Günay. (2009). "Evaluation of an Element Removal Algorithm for Shear-Critical Reinforced Concrete Frames," Proceedings of the 2nd International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2009), Island of Rhodes, Greece, June 22-24, 2009, 17 pp.

  • Park, S. and K.M. Mosalam. (2010). “Analytical and Experimental Study on RC Exterior Beam-Column Joints without Transverse Reinforcement,” Proceedings of the Joint 7th International Conference On Urban Earthquake Engineering (7CUEE) & 5th International Conference On Earthquake Engineering (5ICEE), 3-5 March 2010, Tokyo Institute of Technology, Tokyo, Japan.

  • Park, S. and K.M. Mosalam. (2010). “Behavior of Reinforced Concrete Corner Beam-Column Joints without Transverse Reinforcement,” Proceedings of the 9th US National and 10th Canadian Conference on Earthquake Engineering: Reaching Beyond Borders, 25-29 July 2010, Toronto, Canada.

  • Hassan, W., S. Park, R.R. Lopez, K.M. Mosalam, J.P. Moehle. (2010). “Seismic Response of Older-Type Reinforced Concrete Corner Joints,” Proceedings of the 9th US National and 10th Canadian Conference on Earthquake Engineering: Reaching Beyond Borders, 25-29 July 2010, Toronto, Canada.

  • Park, S. and K.M. Mosalam. (2009). “Shear Strength Models of Exterior Beam-Column Joints without Transverse Reinforcement”, PEER Technical Report 2009/106, November.

  • Park, S. and K.M. Mosalam. (2012). “Experimental and Analytical Studies on Reinforced Concrete Buildings with Seismically Vulnerable Beam-Column Joints”, PEER Technical Report 2012/03, July.

  • Mosalam, K.M. and S. Park. (2009). “Analytical and Experimental Study of Unreinforced Concrete Beam-Column Joints,” Poster for the 2009 PEER Annual Meeting, San Francisco, CA, October.

  • Mosalam, K.M. and S. Park. (2010). “Behavior of RC Corner Beam-Column Joints without Transverse Reinforcement”, Poster for the Quake Summit 2010, San Francisco, October.

International Hybrid Simulation of Tomorrow's Steel Braced Frames

  • C.C. Chen, J.W. Lai and S. Mahin. (2008). "Seismic Performance Assessment of Concentrically Braced Steel Frame Buildings", 14WCEE.

  • J.W. Lai, C.C. Chen and S. Mahin. (2010). "Experimental and Analytical Performance of Concentrically Braced Steel Frames", ASCE Structures Congress. (Both paper and oral presentation)

  • J.W. Lai and S. Mahin. (2010). "Experimental Study of Tomorrow's Steel Braced Frames in Building Structures", Proceedings of 9th US National and 10th Canadian Conference on Earthquake Engineering. (Both paper and oral presentation)

  • J.W. Lai and S. Mahin. "Steel Concentrically Braced Frames using Tubular Structural Sections as Bracing Members: Design, Full-Scale Testing and Numerical Simulation", International Journal of Steel Structures (Submitted).

Pathways Project: Experimental Determination of Performance of Drift-Sensitive Nonstructural Systems under Seismic Loading

  • Kurt M. McMullin, Maggie Ortiz, Pooja Nagar, Lokesh Patel and Siddaiah Yarra. (2012). Dynamic and Static Experimental Testing of Precast Concrete Cladding for Building Facade Systems. Proceedings, 15th World Conference for Earthquake Engineering, Lisbon, Portugal, Sep 2012.

Design, Evaluation and Testing of a Ductile Fiber-Reinforced Concrete Infill Panel System for Seismic Retrofitting of Existing Steel Structures

  • Lignos, D.G., Moreno-Luna, D.M., Billington, S.L. (2012). “Seismic Retrofit of Steel Moment Resisting Frames With High Performance Fiber Reinforced Concrete Infill Panels: Large Scale Hybrid Simulation Tests”, ASCE, Journal of Structural Engineering (under review).

  • Lignos, D.G., Moreno-Luna, D.M., Billington, S.L. (2012). “Hybrid Simulation of a 2-Story steel MRF Retrofitted with HPFRC Infill Panels,” Proceedings of 7th International Conference on Behavior of Steel Structures in Seismic Areas, STESSA 2012, Santiago, Chile, paper No 0055.

  • Lignos, D.G., Moreno-Luna, D.M., Billington, S.L. (2011). “Large Scale Hybrid Simulation Tests of Existing Steel Frame Structures Retrofitted With Infill Panels”, Proceedings 7th National Conference of Steel Structures, Volos, Greece, September 27th – 29th, 2011, paper No. 25.

  • Lignos, D.G., Moreno-Luna, D.M., Billington, S.L. (2011). “Seismic Retrofit of Existing Steel Moment Resisting Frames with Innovative Materials: Large Scale Hybrid Simulation Tests,” Proceedings 3rd International Conference in Computational Methods in Structural Dynamics and Earthquake Engineering, COMPDYN11, May 26th-28th, Corfu, Greece.

  • Billington, S. L., Lignos, D.G., Hanson, J. V., Moreno-Luna, D.M. (2011). “Response of High Performance Fiber Reinforced Concrete Infill Panels Retrofitting Steel Moment-Resisting Frames,” Proceedings 8th, International Conference on Urban Earthquake Engineering (8CUEE), Tokyo, Japan March 7th - 8th, 2011.

  • Lignos, D.G., Moreno-Luna, D.M., Billington, S.L. (2011). “Experimental and Analytical Validation of a Seismic Retrofit System for Existing Steel Moment-Resisting Frames,” Proceedings 8th, International Conference on Urban Earthquake Engineering (8CUEE), Tokyo, Japan March 7th - 8th, 2011.

  • Lignos, D.G., Billington, S.L. (2010). “Hybrid Testing of a Retrofitted Steel Moment Resisting Frame with Infill Panels”, Proceedings 9th US National and 10th Canadian Conference on Earthquake Engineering: Reaching Beyond Borders, July 25-29, Toronto, Canada, 2010.

  • Lignos, D.G., Hunt, C. M., Krebs, A., Billington, S.L. (2009). “Comparison of Retrofitting Techniques for Existing Steel Moment Resisting Frames”, Proceedings ATC&SEI Conference on Improving the Seismic Performance of Existing Buildings and Other Structures, December 9-11, San Francisco, CA, 2009

Fundamentals of Column Bases and Exposed Seismic Base Design

  • Gomez, Ivan R., Kanvinde, Amit M., Deierlein, Gregory G. (2011). “Experimental Investigation of Shear Transfer in Exposed Column Base Connections”. Engineering Journal (Chicago) [Eng. J.]. Vol. 48, no. 4, pp. 245-264. 2011.

  • Gomez I.R., Kanvinde A.M. and Deierlein G.G. (2009) “Flexural response of exposed column base plate connections,” 3rd International Conference on Advances in Experimental Structural Engineering, San Francisco, California, October 15-16.

  • Kanvinde A., Takhirov S. and Gomez I. (2009) “High-definition laser scans in structural engineering for finite element model verification of a column base plate,” 7th Annual Meeting of the George E. Brown Jr. Network for Earthquake Engineering Simulation (NEES), Honolulu, Hawaii, June 23-25.

  • Gomez I., Kanvinde A., Myers A. and Deierlein G. (2008) “Recent experimental research on column base plate details: flexural and shear response,” Structural Engineers Association of California (SEAOC) 2008 Convention, Big Island, Hawaii, September 23-27.

  • Gomez I.R., Kanvinde A.M. and Deierlein G.G. (2010) “Exposed column base connections subjected to axial compression and flexure,” Report Submitted to the American Institute of Steel Construction (AISC), Chicago, IL.

  • Gomez I.R., Kanvinde A.M., Smith C.M. and Deierlein G.G. (2009) “Shear transfer in exposed column base plates,” Report Submitted to the American Institute of Steel Construction (AISC), Chicago, IL.

  • A. Kanvinde, S. Takhirov, I. Gomez. (2009). “High-Definition Laser Scans in Structural Engineering for Finite Element Model verification of a Column Base Plate”, NEES Annual meeting, Honolulu, Hawaii: June 23-25.

Large Scale Tests and Micromechanics-Based Simulation of Ultra-Low Cycle Fatigue (ULCF) and Fracture in Steel Structures — Phase II

  • Myers, A.T., Kanvinde, A.M., Deierlein, G.G., and Fell, B.V. (2009). “Effect of Weld Details on the Ductility of Steel Column Baseplate Connections.” Journal of Constructional Steel Research, Elsevier, 65(6), 1366-1373.

  • Fell, B.V., Kanvinde, A.M., Deierlein, G.G. and Myers, A.T. (2009). "Experimental Investigation of Inelastic Cyclic Buckling and Fracture of Steel Braces." Journal of Structural Engineering, ASCE, 135(1), 19-32.

  • Myers, A.T., Kanvinde, A.M. and Ibarra, L. (2012) “Maximum Likelihood Based Parameter Estimation of Cyclic Constitutive Models for Earthquake Engineering Simulation.” 15th World Conference of Earthquake Engineering, September, Lisbon, Portugal.

  • Myers, A.T., Kanvinde, A.M., Deierlein, G.G. and Baker, J.W. (2011). "Maximum Likelihood Based Calibration and Application of the Cyclic Void Growth Model." ASCE Engineering Mechanics Institute, June, Boston, MA.

  • Myers, A.T., Kanvinde, A.M., Deierlein, G.G., Fell., B.V, and Fu., X. (2007). "Large Scale Tests and Micromechanics-based Models to Characterize Ultra Low Cycle Fatigue in Welded Structural Details." ASCE Structures Congress, May, Long Beach, CA.

  • Fu, X., Fell, B.V., Kanvinde, A.M., Myers, A.T. (2007). “Experimental and Analytical Investigations of Net-Section Fracture in Brace-Gusset Plate Connections.” ASCE Structures Congress, May, Long Beach, CA.

  • Fell B.V., Myers A.T., Deierlein, G.G., and Kanvinde A.M. (2006). “Testing and Simulation of Ultra Low Cycle Fracture and Fatigue in Steel Braces.” 8th National Conference on Earthquake Engineering, April, San Francisco, CA.

  • Myers, A.T., Deierlein, G.G., Kanvinde, A.M. (2009). “Testing and Probabilistic Simulation of Ductile Fracture Initiation in Structural Steel Components and Weldments.” Technical Report 170, John A. Blume Earthquake Engineering Center, Stanford University, CA.

  • Fell, B.V., Kanvinde, A.M., Deierlein, G.G., Myers, A.T., Fu, X. (2006). “Buckling and Fracture of Concentric Braces under Inelastic Cyclic Loading.” SteelTips, Technical Information and Product Service, Structural Steel Educational Council.

Large Scale Tests and Micromechanics-Based Simulation of Ultra-Low Cycle Fatigue (ULCF) and Fracture in Steel Structures — Phase I

  • Shaw, S.M., Kanvinde, A.M. and Fell, B.V. (2010). "Earthquake-induced net section fracture in brace connections - experiments and simulations." Journal of Constructional Steel Research, Elsevier, 66(12), 1492-1501.

  • Fell, B.V. and Kanvinde, A.M. (2010). "Tensile forces for seismic design of braced frame connections - experimental results." Journal of Constructional Steel Research, Elsevier, 66(4), 496-503.

  • Fell, B.V. and Kanvinde, A.M. (2009). "Steel braced frames: Enhancing seismic response." The Structural Engineer, Institution of Structural Engineers, 87(21), 22-26.

  • Fell, B.V. and Kanvinde, A.M. (2009). "Recent fracture and fatigue research in steel structures." Structure Magazine, February 2009, 14-17.

  • Fell, B.V., Kanvinde, A.M., Deierlein, G.G. and Myers, A.T. (2009). "Experimental investigation of inelastic cyclic buckling and fracture of steel braces." Journal of Structural Engineering, ASCE, 135(1), 19-32.

  • Fell, B.V., Kanvinde, A.M., and Deierlein, G.G. (2009). "Micromechanics-based parametric simulation of earthquake-induced fracture of steel pipe bracing components," NSF-CMMI Grantees Meeting 2009 (NEES 7th Annual Meeting), Honolulu, HI, June.

  • Kanvinde, A.M., Fell, B.V., and Deierlein, G.G. (2008). "An examination of the fracture susceptibility of square HSS braces under seismic actions - experiments, simulations and data synthesis," SEAOC Convention 2008, Big Island, HI, September.

  • Fell, B.V., Kanvinde, A.M., and Deierlein, G.G. (2008). "Parametric simulation of the fracture performance of inelastic buckling steel braces using micromechanics- based models," NEES 6th Annual Meeting, Portland, OR, June.

  • Myers, A.T., Kanvinde, A.M., Deierlein, G.G., Fell, B.V., and Fu., X (2007). "Large scale tests and micromechanics-based models to characterize ultra low cycle fatigue in welded structural details," ASCE Structures Congress 2007, Long Beach, CA, May.

  • Fu., X., Fell, B.V., Kanvinde, A.M., Myers, A.T., (2007). "Experimental and analytical investigations of net-section fracture in brace-gusset plate connections," ASCE Structures Congress 2007, Long Beach, CA, May.

  • Fell B.V., Myers A.T., Deierlein, G.G., and Kanvinde A.M. (2006). "Testing and simulation of ultra low cycle fracture and fatigue in steel braces," 8th National Conference on Earthquake Engineering, San Francisco, April.

  • Fell, B. V., Kanvinde, A.M. and Deierlein, G.G. (2010). "Large-scale testing and simulation of earthquake induced ultra low cycle fatigue in bracing members subjected to cyclic inelastic buckling." Blume Earthquake Engineering Center Technical Report #172, Stanford University, Stanford, CA.

  • Fell, B.V., Kanvinde, A.M., Deierlein, G.G., Myers, A.T. and Fu, X. (2006). "Buckling and fracture of concentric braces under inelastic cyclic loading." SteelTIPS, Technical Information and Product Service, Structural Steel Educational Council.

  • Fell, B.V., Myers, A.M., Fu, X., Deierlein, G.G., and Kanvinde, A.M. (2006). “Seismic Fracture and Fatigue Performance of Bracing Members and Connections.” Steel Technical Information and Product Services Report (Steel TIPS), Structural Steel Educational Council (www.steeltips.org), Moraga, CA.

  • Kanvinde, A. (2006) “Large-Scale Tests of Structural Braces and the Validation of Micromechanical Ultra Low Cycle Fatigue Models”, Proceedings, Fourth NEES Annual Meeting, June 20-23, Washington DC.

Collaborative Research Behavior of Braced Steel Frames with Innovative Bracing Schemes - A NEES Collaboratory Project

  • T.Y. Yang, Bozidar Stojadinovic and Jack Moehle. "A practical application to compare the seismic performance of structural systems," Earthquake Spectra, EERI. (In press).

  • T.Y. Yang, Jack Moehle and Bozidar Stojadinovic. (2009). "Performance evaluation of innovative structural framing systems," PEER report, Pacific Earthquake Engineering Research Center, University of California, Berkeley. Report number 2009/103.

  • T.Y. Yang, Bozidar Stojadinovic and Jack Moehle. (2008). "Hybrid simulation of a zipper-braced steel frame under earthquake excitation," Earthquake Engineering and Structural Dynamics, John Wiley & Sons. Vol. 38, Issue 1, Pages 95 - 113.

  • G. Mosqueda. T.Y. Yang and Bozidar Stojadinovic. (2008). "Assessment of experimental errors in hybrid simulation of seismic structural response," Chapter 4 in Hybrid Simulation Theory, Implementation and Applications, Taylor & Francis Group, AK Leiden, Netherlands.

  • A. Schellenberg, T.Y. Yang, Steve Mahin and Bozidar Stojadinovic. (2008). "Hybrid simulation of structural collapse," Proceedings, 14th World Conference on Earthquake Engineering, Beijing, China, October 12-17.

  • T.Y. Yang, Gilberto Mosqueda and Bozidar Stojadinovic. (2008). "Verification of hybrid simulation through on-line monitoring of experimental errors," Proceedings, 2008 ASCE Structures Congress, Vancouver, Canada, April 24-26.

  • T.Y. Yang, B. Stojadinovic and J.P. Moehle. (2007). "Hybrid simulation of suspended zipper braced frame seismic response," Proceedings, 2007 ASCE Structures Congress, Long Beach, California, May 16-19.

  • B. Stojadinovic, A. Schellenberg, T.Y. Yang, and K. Elwood. (2006). “Hybrid Simulation of Structural Collapse”, Proceedings, Fourth NEES Annual Meeting, June 20-23, 2006, Washington DC.

  • T.Y. Yang, A. Stavridis, M. Cshachter, and W. Yang. (2006). “Analytical Simulations of the Suspended Zipper Frames”, Proceedings, Fourth NEES Annual Meeting, pp.4, June 20-23, 2006, Washington DC.

  • T.Y. Yang, Bozidar Stojadinovic and Jack Moehle. (2006). "Hybrid simulation evaluation of innovative steel braced framing system," Proceedings, 8th National Conference of Earthquake Engineering, San Francisco, California, April 18-22, CD, Paper #1415.

  • R. Leon, C.S Yang, R. DesRoches, A.M. Reinhorn, M. Schachter, B. Stojadinovic, T.Y. Yang, B. Shing and Z. Wei. (2005). "Results of early collaborative research on behavior of braced steel frames with innovative bracing schemes (Zipper Frame)," Proceedings, 1st International Conference on Advances in Experimental Structural Engineering (AESE), Nagoya, Japan, July 19-21.

  • T.Y. Yang and Jack Moehle. (2004). "Seismic behavior of the buildings with suspended zipper frame," Proceedings, annual meeting of the Asian Pacific Network of Centers for Earthquake Engineering Research (ANCER), Honolulu, Hawaii, USA, July 28-30.

Hybrid On-Line Experiments and Monitoring of Structural Systems

  • Hashemi, A. and K.M. Mosalam. (2006). "Shake-Table Experiment on Reinforced Concrete Structure Containing Masonry Infill Wall," Earthquake Engineering and Structural Dynamics, Vol. 35, No. 14, pp. 1827-1852.

  • Hashemi, A. and Mosalam, K.M. (2005). “Shake-table Experiment on One-Story RC Structure with and without Masonry Infill”, NATO workshop: Seismic Assessment and Rehabilitation of Existing Buildings, May 30-June 1, Istanbul, Turkey.

  • Elkhoraibi, T. and K.M. Mosalam. (2007). "Towards Error-Free Hybrid Simulation Using Mixed Variables," Earthquake Engineering and Structural Dynamics, 2007, Vol. 36, No. 11, pp. 1497-1522.

  • Talaat, M. and K.M. Mosalam. (2009). "Modeling Progressive Collapse in Reinforced Concrete Buildings Using Direct Element Removal," Earthquake Engineering and Structural Dynamics, Vol. 38, No. 5, pp. 609-634.

  • Mosalam, K.M. and S. Günay. “Collapse Analysis of Reinforced Concrete Frames with Unreinforced Masonry Infill Walls Considering In-Plane/Out-of-Plane Interaction,” Engineering Structures.

  • Günay, S. and K.M. Mosalam. “Investigation of the Effect of Unreinforced Masonry Infill Walls on the Seismic Response of Code-Designed Reinforced Concrete Moment Resisting Frames,” Earthquake Spectra.

  • Hashemi A. and K.M. Mosalam. (2003). "Transient Analysis of Reinforced Concrete Frame With and Without Masonry Infill Wall Under Blast," Proceedings of the Ninth Arab Structural Engineering Conference (9ASEC), Nov. 29- Dec. 1, Abu Dhabi, UAE, pp. 963-970.

  • Hashemi, A. and K.M. Mosalam. (2005). "Shake-Table Experiment on One-Story RC Structure With and Without Masonry Infill," Proceedings of the NATO International Workshop on Advances in Earthquake Engineering for Urban Risk Reduction, Istanbul, Turkey, May 30-June 1.

  • Elkhoraibi, T. and K.M. Mosalam. (2006). "Pseudo-Dynamic Experiment on One-Story RC Structure with and without Masonry Infill," Proceedings of the 100th Anniversary Earthquake Conference Commemorating the 1906 San Francisco Earthquake, April 18-22.

  • Hashemi, A., T. Elkhoraibi and K.M. Mosalam. (2006). "Dynamic and Pseudo-Dynamic Evaluation of RC Structure Containing Masonry Infill," Proceedings of the Modern Problems and Directions of Mechanics Conference, Tashkent, Uzbekistan, May.

  • Talaat, M. and K.M. Mosalam. (2006). "Progressive Collapse Modeling of Reinforced Concrete Framed Structures Containing Masonry Infill Walls," Proceedings of the 2nd NEES/E-Defense Workshop on Collapse Simulation of Reinforced Concrete Building Structures, Kobe, Japan, Oct. 30-Nov. 1.

  • Hashemi, A. and K.M. Mosalam. (2007). "Towards Generalized Fragility Functions of RC Frame Structures Containing URM Infill Walls," Proceedings of the Tenth International Conference on Applications of Statistics and Probability in Civil Engineering, ICASP10, Kashiwa Campus, University of Tokyo, Tokyo, Japan, August.

  • Mosalam, K.M. (2009). "Seismic Evaluation of Reinforced Concrete Frames with Masonry Infill Walls: Experiments, Observations, and Simulations," Keynote Paper, Proceedings of the 11th Canadian Masonry Symposium, Toronto, Ontario, May 31-June 3, 28 pp.

  • Kadysiewski, S. and K.M. Mosalam. (2009). "Modelling of Unreinforced Masonry Infill Walls Considering In-Plane and Out-of-Plane Interaction," Proceedings of the 11th Canadian Masonry Symposium, Toronto, Ontario, May 31-June 3, 10 pp.

  • Hashemi, A. and K.M. Mosalam. (2007). “Seismic Evaluation of Reinforced Concrete Buildings Including Effects of Masonry Infill Walls”, PEER Technical Report 2007/100, July, 255 pp.

  • Elkhoraibi, T. and K.M. Mosalam. (2007). “Generalized Hybrid Simulation Framework for Structural Systems Subjected to Seismic Loading”, PEER Technical Report 2007/101, July, 201 pp.

  • Talaat, M. and K.M. Mosalam. (2008). “Computational Modeling of Progressive Collapse in Reinforced Concrete Frame Structures”, PEER Technical Report 2007/10, May, 310 pp.

  • Kadysiewski, S. and K.M. Mosalam. (2009). “Modeling of Unreinforced Masonry Infill Walls Considering In-plane and Out-of-Plane Interaction”, PEER Technical Report 2008/102, January.

  • Hashemi, A. and K.M. Mosalam. (2004). "Transient Analysis of Reinforced Concrete Frame With and Without Masonry Infill Wall Under Blast," Emirates Journal for Engineering Research, United Arab Emirates, January, Vol. 9, No. 2, pp. 97-103.

 

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